HomeMy WebLinkAboutSunset Reach 1-2MAP OF REVISION
Phase 1 Line Table
Sunset Reach
Phase 1 & 2 - A Performance Residentail Development
CAPE FEAR TOWNSHIPE NEW HANOVER COUNTY, NORTH CAROLINA
OWNER: HOOSIER DADDY, LLC
8620 RIVER ROAD
WILMINGTON, N.C.
DA TE: DEC. 29, 2022
Sheet 1 of 2
THIS MAP SUPERCEDED THE MAP RECORDED AT
MAP BOOK 72 PAGE 143 (PHASE 1) AND MAP
BOOK 72 PAGE 205 (PHASE 2), RECORDS OF
THE NEW HANOVER COUNTY REGISTER OF DEEDS Cq
�N .. Roy
SEAL -
L- 3391
SUR`h:P�
CERTIFICATE OF ACCURACY AND MAPPING ��0/1111mO``�
1, JONATHAN L. WAYNE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
AS NOTED HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED
AS DRAWN FROM INFORMATION FOUND AS NOTED HEREON; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 20,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER
AND SEAL THIS DAY OF 2022. A.D.
JONATHAN L. WAYNE PLS L-3391
THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN
THE SUBDIVISION AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT REGULATES PARCELS OF LAND.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
DAY OF A.D.,
JONATHAN L. WAYNE PLS L-3391
PRIVATE ROADS CERTIFICATION
I (WE) HERBY CERTIFY THAT ALL PRIVATE ROADS AS DEPICTED ON SUBDIVISION PLAT SCOTTS HILL
MEDICAL PARK SECTION ONE HAVE BEEN DESIGNED, INSTALLED, INSPECTED, AND APPROVED IN
ACCORDANCE WITH SECTION 52-4 OF THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE AND
ALL APPLICABLE NEW HANOVER COUNTY CODES PRIOR TO FINAL PLAT APPROVAL FOR ALL OR
A PORTION OF THE SUBDIVISION.
BY CERTIFYING THE CONSTRUCTION OF THESE ROADS AS PRIVATE, THERE ARE NO GUARANTEES
OR ASSURANCES OF ACCEPTANCE OF SAID ROADS BY THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
CERTIFIED PROFESSIONAL ENGINEER
COUNTY ENGINEER CERTIFICATE
DA TE
WITH THE RECORDATION, NEW HANOVER COUNTY ACCEPTS THE DEDICATION FOR STORMWATER AND EASEMENTS.
COUNTY ENGINEER
CERTIFICATE DISCLAIMING WATER\SEWER SUITABILITY
DATE
NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT, LOTS SHOWN ON SAID PLAT MAY
NOT RECEIVE HEALTH DEPARTMENT APPROVAL FOR ON SITE SEWAGE DISPOSAL SYSTEMS, NOR FOR
INDIVIDUAL WATER SUPPLY SYSTEMS, NOR DOES SUCH APPROVAL GUARANTEE THE AVAILABILITY OF
WATER OR SEWER SERVICES FROM THE CAPE FEAR PUBLIC UTILITY AUTHORITY.
SURVEY REFERENCE
BOOK 5776 PAGE 879
BOOK 5654 PAGE 2846
MAP BOOK 49 PAGE 248
MAP BOOK 72 PAGE 143
MAP BOOK 72 PAGE 205
AREA CALCULATIONS
TOTAL AREA PHASE 1 - 29.88 ACRES
TOTAL OPEN SPACE - 12.73 ACRES
AREA CALCULATIONS
TOTAL AREA PHASE 2 - 3.73 ACRES
TOTAL OPEN SPACE 2 - 0.80 ACRES
NOTES
1. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE AS NOTED
4. SURVEYED MARCH 2O22 - JAN. 2023
5. IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED
6. TOTAL AREA SEE ABOVE
7. COMBINED GRID FACTOR 1.00000854
LEGEND
E.I.P.
= EXISTING IRON PIPE
E. I. =
EXISTING IRON
E.C.M. =
EXISTING CONCRETE MONUMENT
R\W =
RIGHT OF WAY
C.P. =
COMPUTED POINT
PROPERTY LINE
CENTERLINE _
EASEMENT\COMPUTED PROPERTY LINE
SETBACK
® CONTROL MONUMENT
CERTIFICATE OF DISCLOSURE: PRIVATE ROADS
1 (WE) THE DEVELOPERS OF SUNSET REACH
SUBDIVISION LOCATED IN THE UNINCORPORATED AREA OF NEW
HANOVER COUNTY UNDERSTAND THAT THE ROADS IN SAID SUBDIVISION
ARE DESIGNATED PRIVATE. I UNDERSTAND THAT OWNERSHIP AND
MAINTENANCE OF THE ROADS WILL BE THE RESPONSIBILITY OF THE
DEVELOPER UNTIL SUCH TIME THAT THE DEVELOPER DESIGNATES THE
RESPONSIBILITY TO THE PROPERTY OWNERS ASSOCIATION. RESPONSIBILITIES
MUST BE ACCEPTED BY THE HOMEOWNERS ASSOCIATION AS SPECIFIED IN
THE HOMEOWNERS COVENANTS FOR SAID SUBDIVISION. THE PRIVATE
ROADS IN SAID SUBDIVISION ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH SECTION 52-4 OF THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE
AND ALL APPLICABLE COUNTY CODES WHICH INCLUDES DESIGN, INSTALLATION,
INSPECTION, AND APPROVAL BY A LICENSED PROFESSIONAL ENGINEER (PE)
RECOGNIZED IN THE STATE OF NORTH CAROLINA PRIOR TO FINAL PLAT
APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. IF ALL OR A
PORTION OF THE ROAD INFRASTRUCTURE SYSTEM WITHIN THE SUBDIVISION
IS BONDED THROUGH A SURETY, PERFORMANCE BOND, OR CASH ESCROW,
NO BOND SHALL BE RELEASED UNTIL ALL ROAD CONSTRUCTION IMPROVEMENTS
ARE COMPLETE AND CERTIFIED BY THE PROFESSIONAL ENGINEER.
IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR LOTS
WITHIN THE SUBDIVISION THAT ROAD MAINTENANCE SHALL RUN THROUGH
THE PROPERTY OWNERS ASSOCIATION IN PERPETUITY AFTER ACCEPTANCE
FROM THE DEVELOPER UNTIL SUCH TIME THE ROADS ARE RE -PLATTED AS
PUBLICLY DESIGNATED ROADS AND TAKEN OVER FOR MAINTENANCE
THROUGH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
OR APPROPRIATE GOVERNING AUTHORITY.
DEVELOPER'S NAME
DA TE
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPEMENTS
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY
SHALL BE RESPONSIBLE FOR MAINTENANCE OF ANY STREETS, PARKS
DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE DESIGNATED
FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT PRIOR TO CONTRACT-
ING WITH A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER A WRITTEN
STATEMENT WHICH DISCLOSES THE EXISTANCE AND LOCATION OF
SUCH PRIVATE AREAS AND SPECIFIES THE MAINTENANCE RESPON-
SIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL
DISCLOSE THAT THE STREETS WILL NOT BE CONSTRUCTED TO
MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON
THE STATE HIGHWAY SYSTEM FOR MAINTENANCE.
DATE
SIGNA TORE
CERTIFICATE OF OWNERSHIP, DEDICATION, AND JURISDICTION
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS(S)
OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT
I (WE) HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR)
OWN FREE CONSENT AND DEDICATE ALL STREETS, ALLEYS, WALKS,
PARKS, CONSERVATION SPACE AND OTHER AREAS TO PUBLIC OR
PRIVATE USE AS NOTED. ALL ROADS SHOWN AND DRAINAGE
EASEMENTS ARE DEDICATED FOR PUBLIC UTILITY PURPOSES. FURTHER,
I (WE) CERTIFY THE LAND AS SHOWN HEREON IS LOCATED WITHING
THE SUBDIVISION JURISDICTION OF NEW HANOVER COUNTY.
DA TE
SIGNA TORE
CERTIFICATE OF DISCLOSURE - NEW HANOVER COUNTY FLOOD PLAN MANAGEMENT
I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CONVEYANCE
WITH A PROSPECTIVE BUYER, I (WE) SHALL PREPARE AND SIGN, AND THE BUYER OF THE
SUBJECT REAL ESTATE SHALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY AND
ACCURATELY DISCLOSES THAT THE SUBJECT REAL ESTATE, OR A PORTION OF THE SUBJECT
REAL ESTATE, IS LOCATED WITHIN A FLOOD HAZARD AREA AND THE BUYER MUST SATISFY
THE REQUIREMENTS OF THE NEW HANOVER COUNTY FLOOD PLAIN MANAGMENT REGULATIONS
PRIOR TO THE ISSUANCE OF CONSTRUCTION PERMITS.
DATE SIGNA TURE
CERTIFICATE OF DISCLOSURE FOR NEW HANOVER COUNTY SEWER COST
I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERNING ANY AGREEMENT OR ANY
CONVEYANCE WITH A PROSPECTIVE BUYER, I (WE) SHALL PREPARE AND SIGN,
AND THE BUYER OF THE SUBJECT REAL ESTATE SHALL RRECEIVE AND SIGN A
STATEMENT WHICH FULLY AND ACCURATELY DISCLOSES THAT THE BUYER WILL
BE ASSESSED BY NEW HANOVER COUNTY FOR THE FULL COST OF PROVIDING
SEWER SERVICE TO THE SUBDIVISION AT THE TIME THAT DISTRICT SEWER BECOMES
AVALABLE, IN ACCORDNANCE WITH NEW HANOVER COUNTY CODE.
DATE
SIGNA TURE
Preliminary 1/8/23
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION COVENANTS, CONDITIONS
AND RESTRICTIONS BY REGISTER OF DEEDS
NORTH CAROLINA NEW HANOVER COUNTY
HOMEOWNERS ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS FILED FOR REGISTRATION ON
THE DAY OF AT (A.M./P.M.) AND DULY RECORDED IN
DEED BOOK AT PAGE
REGISTER OF DEEDS
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NORTH CAROLINA COUNTY
THE FOREGOING CERTIFICATE OF NOTARY PUBLIC IS
CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION THIS SAY OF 2022;
AT O'CLOCK AND DULY RECORDED IN MAP BOOK PAGE
BY.•
STATE OF NORTH CAROLINA
COUNTY OF
I, REVIEW OFFICER OF COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
CERTIFICATE OF APPROVAL -NEW HANOVER COUNTY PLANNING & LAND USE
DATE
ADMI NI STRA TOR
CAPE FEAR PUBLIC UTILITY AUTHORITY
I, REVIEW OFFICER FOR THE CAPE FEAR PUBLIC UTILITY
AUTHORITY, NEW HANOVER COUNTY, NORTH CAROLINA, CERTIFY THAT THE MAP OR PLAT
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL AUTHORITY STANDARDS AND REQUIREMENTS
AS SET FORTH BY ORDINANCES, WITH REGARDS TO UTILITY SERVICES AND EASEMENTS. WITH
THIS RECORDATION, THE CAPE FEAR PUBLIC UTILITY AUTHORITY ACCEPTS THE OWNER'S
DEDICATION FOR PUBLIC WATER AND/OR SEWER PURPOSES.
REVIEW OFFICER
TI TLE
DATE
LINE
BEARING
DISTANCE
L1
S 80'25'19"
E
25.00'
L2
S 80*25'19"
E
25.00'
L3
S 09'21'54"
W
24.97'
L4
N 09°21'54"
E
22.64'
L5
N 27*06' 17"
W
73.34'
L6
N 27° 14'07"
W
30.98'
L7
S 27° 14'07"
E
30.99'
L8
S 24'32'37"
W
8.14'
L9
S 20°58'52"
W
57.11'
L10
S 20'58'52"
W
50.39'
L11
S 20'58'52"
W
50.39'
L12
S 20'58'52"
W
50.33'
L13
S 20°58'52"
W
50.31'
L14
S 20°58'52"
W
50.31'
L15
S 20'58'52"
W
50.32'
L16
S 06°25'07"
W
53.53'
L17
S 06'25'07"
W
90.95'
L18
S 06°25'07"
W
75.56'
L19
S 10°10'44"
E
74.89'
L20
IS 13°40'48"
E
74.41'
L21
S 13°40'48"
E
70.21'
L22
S 13°40'48"
E
52.49'
L23
N 13°40'48"
W
52.16'
L24
S 26'58'06"
E
51.23'
L25
S 26°58'06"
E
51.23'
L26
N 26°58'06"
W
80.72'
L27
S 07'59'05"
E
5.51'
L28
N 07°59'05"
W
65.11'
L29
N 07°59'05"
W
68.34'
L30
N 62°42'47"
W
46.69'
L31
N 27` 19'58"
E
19.09'
L33
S 27°21'59"
E
49.06'
L34
S 30'29'42"
E
37.37'
L35
N 30°29'42"
W
18.70'
L36
S 23'35'09"
E
32.59'
L37
N 23°35'09"
W
19.27'
L38
S 42'47'30"
E
33.42'
L39
N 42°47'30"
W
5.35'
L40
S 09°39'07"
E
45.62'
L41
N 27`30'21 "
W
28.39'
L42
N 32°58'22"
W
25.27'
L43
N 32°58'22"
W
18.45'
L44
N 07° 16' 15"
W
26.56'
L45
N 58°45'46"
W
11.27'
L46
S 13°29'23"
W
29.98'
L47
N 13°29'23"
E
12.58'
L48
N 27°07'21 "
W
42.39'
L49
IS 26°34'36"
E
31.51'
L50
N 11 `20' 19"
W
79.62'
L51
S 05°07'29"
W
68.20'
L51
N 05°07'29"
E
78.92'
L52
S 07°24'54"
W
19.86'
L53
S 07'24'54"
W
61.06'
L54
N 07° 18'05"
E
46.52'
L55
N 25°22'31 "
E
51.40'
L56
N 25`22'31 "
E
24.70'
L57
N 31 °36'28"
E
25.39'
L58
N 31 `36'28"
E
17.9 1'
L59
S 25°58'45"
W
28.15'
L60
S 25'58'45"
W
14.66'
L61
S 26° 12'35"
W
35.35'
L62
N 26° 12'35"
E
34.14'
L63
N 32°44'04"
E
15.94'
L64
S 32°44'04"
W
24.41'
L65
N 13`34'32"
E
26.45'
L66
N 13°34'32"
E
17.37'
L67
N 13°38'09"
E
34.09'
L68
N 13°38'09"
E
16.07'
L69
N 20°09'05"
E
39.71'
L70
N 20°09'05"
E
7.19'
L74
N 07°56'23"
W
25.28'
L75
N 07°56'23"
W
31.03'
L76
N 23°21'00"
W
5.30'
L77
N 81 `46'37"
E
46.50'
L78
IN 08°40'08"
W
34.00'
L79
N 08°40'08"
W
18.00'
L80
N 81 °46'05"
E
46.48'
L81
N 01 *26' 14"
E
59.17'
L82
N 23°21'00
W
51.24'
L83
N 23°21'00"
W
24.71'
L84
N 23`21'00"
W
10.26'
L86
N 27° 14'07"
W
22.26'
L87
N 27` 14'06"
W
8.74'
L88
S 23°21'00"
E
46.35'
L89
N 23°21'00"
W
39.85'
L90
N 07°44'41 "
E
31.94'
L91
N 07°44'41 "
E
27.72'
L92
N 07°44'41 "
E
27.67'
L93
N 07°44'41 "
E
5.62'
L94
N 31 `38'38"
W
48.42'
L95
S 58°21'22"
W
20.00'
L96
S 31,38'38"
E
48.17'
L97
N 58°25'26"
E
21.82'
L98
N 58°25'26"
E
21.84'
L99
IS 80*23'17"
E
49.83'
L100
N 80*26'16"
W
24.58'
L 101
N 21 `59' 13"
E
29.90'
L102
S 67°23'54"
E
50.38'
L 103
N 21 `59' 13"
E
35.53'
L104
N 66054'48"
W
45.36'
L105
N 23*05'12"
E
31.17'
L106
IN 66°29'45"
W
76.14'
L107
N 23*05'12"
E
16.69'
L108
N 66°54'48"
W
47.18'
L109
S 21*59'13"
W
55.71'
L110
N 14`02'19"
W
81.29'
L111
S 68°00'47"
E
42.21'
L1 12
N 21 *59' 13"
E
53.09'
L113
IN 67°23'54"
W
52.30'
L114
S 67'23'54"
E
140.44'
L1 15
S 74°04'51 "
E
20.97'
L1 16
S 74°04'51 "
E
20.99'
L117
N 10*42'36"
E
37.90'
Phase 1 Curve Table
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
310.00'
34.27'
34.25'
S 60`04'18" E
6°20'03"
C2
309.99,
112.90'
112.28'
S 73°21'02" E
20°52'02"
C3
230.00'
179.69'
175.16'
N 36'32'27" E
44`45'49"
C4
304.50'
79.25'
79.02'
S 15'21 '39" E
14°54'41 "
C5
230.01'
218.59'
210.45'
S 00°08'03" W
54°27'03"
C6
232.55'
63.70'
63.50'
S 72`31'49" E
15°41'42"
C7
250.00'
18.66'
18.65'
N 56°45'49" E
4°16'34"
C8
250.00'
50.80'
50.71'
N 48*48'16" E
11*38'32"
C9
250.00'
53.88'
53.78'
S 36°48'33" W
12°20'55"
C10
250.00'
61.02'
60.87'
S 23"38'33" W
13`59'04"
C 1 1
250.00'
5.48'
5.48'
S 16'01 '22" W
1 ° 15' 18"
C12
25.00'
35.19'
32.35'
S 55°42'55" W
80°38'24"
C 13
284.99'
19.00'
19.00'
S 81 `51 '57" E
3*49' 15"
C14
284.99'
24.25'
24.24'
N 65*21'14" W
4°52'28"
C15
285.00'
31.52'
31.51'
N 60°05'00" W
6*20'16"
C16
335.00'
8.66'
8.66'
S 62*29'12" E
1°28'50"
C 17
335.00'
28.36'
28.35'
S 59` 19' 16" E
4°51 '02"
C18
25.00'
40.80'
36.42'
S 37°12'24" E
93°30'58"
C19
334.99'
11.09'
11.09'
S 82"50'33" E
1'53'50"
C20
334.99'
50.16'
50.12'
S 77'36'15" E
8°34'46"
C21
334.99'
50.22'
50.17'
S 69*01 ' 12" E
8°35'20"
C22
25.00'
39.25'
35.34'
S 54`31 '38" W
89°57'06"
C23
212.55'
59.56'
59.37'
N 72°21'00" W
16°03'21"
C24
25.00'
36.69'
33.48'
S 22` 16'45" E
84°05'09"
C25
25.00'
38.69'
34.94'
N 71°39'47" E
88°39'38"
C26
252.55'
72.16'
71.92'
N 72' 1 1 '32" W
16`22' 16"
C27
210.01
84.69 184.1
1
S 15'48 26' W
23*06 16
C28
210.01'
90.67'
89.97'
N 08'06'48" W
24`44'12"
C29
210.01'
24.23'
24.21'
S 23'47'11" E
6°36'35"
C30
320.00'
21.44'
21.44'
N 25°12'45" W
3°50'22"
C31
20.00'
34.29'
30.24'
S 72`28' 10" E
98° 14' 19"
C32
210.00'
149.34'
146.21'
S 38°34'24" W
40°44'45"
C33
25.00'
43.06'
37.93'
N 31°08'53" W
98°41'50"
C34
100.00'
19.92'
19.89'
S 21 °37'34" W
1 1 *24'49"
C35
250.00'
39.34'
39.30'
S 22"35'22" E
9'00'55"
C36
250.01'
45.24'
45.18'
N 12°53'53" W
10*22'05"
C37
250.01'
45.00'
44.94'
N 02°33'25" W
10*18'50"
C38
250.01'
44.91'
44.85'
N 07°44'48" E
10*17'35"
C39
250.01'
42.36'
42.31'
N 17°44'47" E
9°42'25"
C40
250.01'
20.77'
20.76'
S 24`58'47" W
4°45'35"
C41
280.00'
18.65'
18.64'
N 25°13'28" W
3°48'55"
C42
300.00'
19.98'
19.97'
S 25`13'28" E
3°48'55"
C43
284.50'
26.61'
26.60'
S 20°05'50" E
5°21'34"
C44
284.50'
47.26'
47.20'
N 12'39'39" W
9'31'02"
C45
120.00'
18.51'
18.50'
N 22°54'46" E
8°50'23"
C46
324.50'
20.98'
20.98'
N 09°47'32" W
3*42'18"
C47
324.50'
20.62'
20.62'
N 13°27'54" W
3°38'26"
C49
324.50'
15.29'
15.29'
S 16°38'08" E
2°42'00"
C50
324.50'
27.70'
27.70'
S 20`25'52" E
4°53'30"
C51
20.00'
26.97'
24.97'
N 15*05' 1 1 " E
77° 15'50"
C52
15.00'
26.35'
23.09'
S 30*07' 1 1 " E
100*38'05"
C53
195.00'
119.33'
117.47'
S 37'43'37" W
35°03'40"
C54
334.99'
10.57'
10.57'
S 63*49'17" E
1'48'30"
C55
284.99'
60.51'
60.39'
S 73'52'24" E
12°09'52"
Phase
2
Curve.
Table
PHASE 2 LOTS 19R THROUGH 21 R, 22, 22-1
THROUGH 22-11, 23 AND 23A
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
232.55'
63.70'
63.50'
S 72"31'49" E
15'41'42"
C2
120.00'
18.51'
18.50'
N 22°54'46" E
8°50'23"
C3
120.00'
40.65'
40.45'
S 08°45'06" W
19°24'30"
C4
212.55'
3.41'
3.41'
S 79`54'24" E
0°55'05"
C5
212.55'
56.12'
55.95'
S 71 °53'07" E
15°07'36"
C6
25.00'
36.69'
33.48'
S 22`16'45" E
84°05'09"
C7
145.00'
49.18'
48.95'
S 09°59'04" W
19°26'00"
C8
25.00'
23.38'
22.53'
N 27°03'22" E
53'34'35"
C9
55.00'
144.54'
106.39'
S 21'26'37" E
150'34'34"
C 10
55.00'
47.5 1'
46.05'
N 58*3 1' 14" E
49°29'43"
C11
55.00'
37.71'
36.97'
N 14°07'53" E
39°16'59"
C12
55.00'
45.88'
44.56'
N 29°24'33" W
47°47'54"
C13
25.00'
23.38'
22.53'
N 26°31'13" W
53°34'35"
C14
100.00'
27.21'
27.13'
N 08*01'01" E
15°35'28"
C16
100.00'
7.94'
7.94'
N 18°11'38" E
4°32'57"
C17
100.00'
11.98'
11.97'
S 23°54'02" W
6°51'52"
Phase 2 Line Table
PHASE 2 LOTS 19R THROUGH 21 R, 22, 22-1 THROUGH 22-11, 23 AND 23A
LINE
BEARING
DISTANCE
L1
N 27019'58"
E
29.44'
L2
N 00° 16'05"
E
23.38'
L3
N 09°26'38"
E
40.01'
LINE
BEARING
DISTANCE
L4
N 86°55'40"
E
105.95'
L5
IN 77°34'39"
E
114.73'
L6
N 51 °34'09"
E
94.54'
L7
N 68`50'42"
W
25.00'
L8
N 68°50'42"
W
25.00'
L9
N 68°50'42"
W
25.00'
L10
S 21'09' 18"
W
60.00'
L11
IS 68'50'42"
E
25.00'
L12
S 68°50'42"
E
25.00'
L13
S 68°50'42"
E
25.00'
L14
N 21 *09' 18"
E
60.00'
L15
N 21*09'18$'
E
60.00'
L 16
N 21 `09' 18"
E
60.00'
L17
N 18*11'06"
E
25.00'
L18
N 18*11'06"
E
25.00'
L19
IN 18*11'06"
E
25.00'
L20
S 71'48'54"
E
60.00'
L21
N 18* 1 1 '06"
E
25.00'
L22
N 18*11'06"
E
25.00'
L23
N 18` 1 1 '06"
E
25.00'
L24
N 71 °48'54"
W
60.00'
L25
N 71 `48'54"
W
60.00'
L26
N 71 °48'54"
W
60.00'
L27
N 18* 1 1 '06"
E
25.00'
L28
N 18* 1 1 '06"
E
25.00'
L29
N 18*11'06"
E
25.00'
L30
N 71 °48'54"
W
60.00'
L31
S 18* 1 1 '06"
W
25.00'
L32
N 18` 1 1 '06"
E
25.00'
L33
N 18* 1 1 '06"
E
25.00'
L34
S 71'48'54"
E
60.00'
L35
S 71'48'54"
E
60.00'
L36
S 71'48'54"
E
60.00'
60' 30' 0 60'
SCALE IN FEET
1" = 60 FT.
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE. (910) 343-8002
FAX: (910) 343-9941
FIRM CERTIFICATE C-0597 U
15826
MAP OF REVISION
Sunset Reach
S 30.19'34" W / \
21.01'
N 30' 19'34" E CO,y/ T50 \ /
23.35' sr FXj R/V MON q \
N 13'54' 10" E
61.39'
Phase 1 & 2 - A Performance Residentail Development
S 32.04'35" W
CAPE FEAR TOWNSHIPE NEW HANOVER COUNTY, NORTH CAROLINA 38.60'�
ST/N ER REq l \ ■ ■
/�Q pN G Mg 68 pCU �F66 /\\ \
y Preliminar 118123
\\ y
k, 7-46\ / \
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GRID
\ J 83(2011)
OWNER: HOOSIER DADDY, LLC N 25.35 �q�' o F 'sr \G''� ,S�F
8620 RIVER ROAD 65.21' �/ ♦ �, \�' � \7 / T43
WILMINGTON, N.C. N 33.3s'1527 / / �� 06"
DATE. DECEMBER 29, 2022 � o� `Soo`��o� F22-2�
Sheet 2 of 2
THIS MAP SUPERCEDED THE MAP RECORDED AT
MAP BOOK 72 PAGE 143 (PHASE 1) AND MAP
BOOK 72 PAGE 205 (PHASE 2), RECORDS OF
THE NEW HANOVER COUNTY REGISTER OF DEEDS
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AC
\\ 37 32S
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE. (910) 343-8002
FAX. (910) 343-9941
FIRM CERTIFICATE C-0597 U
15826